Loading...
HomeMy WebLinkAboutRS0188P0099-0099w in N N 0 z u iM 0 zn- 00 LO w un 0 O z 00 ul 0) m In w �n 0 0 z IN THE TOWN OF YUCCA VALLEY, SAN BERNARDINO COUNTY, STATE OF CALIFORNIA RECORD OF SURVEY 22-00119 OF A PORTION OF WESTERLY 2/3 OF SECTION 5, TOWNSHIP 1 SOUTH, RANGE 5 EAST, SAN BERNARDINO MERIDIAN. FOMOTOR ENGINEERING LS 7070 APRIL 2022 BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF THE WEST TWO THIRDS OF SECTION 5, BEING NO' 19'55"E PER RS 39/67. PURPOSE OF SURVEY SURVEY THE BOUNDARY LINE AS DEFINED BY DOCUMENT 2020-0236286 RECORDED 07/15/2020, OF OFFICIAL RECORD OF SAN BERNARDINO COUNTY. NOTE FIELD WORK COMPLETED ON 01 /20/2022 N89'28'31"W 5298.54" (S89'32'03"E 5294.26') [N89'32'35"W] N.3532.74' (3533.16') 3.44' -< SE C. 5 5 . BOUNDARY NOTES: SE4 \ SUBJECT PARCEL DEED REFERENCES MB 2 66/89-92 AND THE NE'LY LINE, ALTHOUGH WITHOUT SUBORDINATION, FOLLOWS THE RECORD BEARINGS AND DISTANCES OF THE REAR LOT LINES OF LOT 15 AND THE BEARING OF LOT 16 THE DEED DISTANCE OF 191.76' IS SHORT OF / \ \ THE W'LY CORNER OF LOT 16 A POSSIBLE DEED \ ERROR AS THE SENIOR "FIRST CUT" DEED OF THE PARCEL TO THE NW (DOC. NO. 88-394297) / LOT 18 ti� WAS CONVEYED BY THE SAME OWNER ON THE 5 MB 66/89-92 SAME DAY AND ALSO FOLLOWS THE RECORD / \"�� BEARING AND DISTANCES OF THE REAR LOT LINES / OF MB 66/89-92, HOWEVER THE ANGLE POINT ci.� �\ EXIST AT THE W'LY CORNER OF LOT 16, NOT o, / APPROX. 2' BEYOND AS SUGGESTED BY SUBJECT DEED. � r�\2 �`' / LOT 17 \yes 6 MB 66/89-92 ��'- DOC. N0. R0. o / 'o 4 88-394297 REC. 11/22/1988°k �js A / 0. R. _00. LOT 16 ("FIRST CUT" DEED 0. 7855/472, REC. J J 5 / / MB 66/89-92 �/O\ 2/9/1972 O.R.) JJ N45'50'57"W 196.34' nn 269 $6' (N45'59'35"W 193.75') ZEDY� \ E 86'> <N45'59'35'W 191.76'> N7 5 4E,20„W 269' SEE BOUNDARY NOTE / �O \ <S� / LOT 15 HELD RELATIVE BEARING MB 66/89-92\ FROM W'LY LINE OF EST. BY COMPASS RULE N35'43'29"W 75.47' SEC. 5 PER < > 5 BETWEEN E'LY AND W'LY\ \ <(N35'46'10"W 75.18')> / MOST POINT OF LOT 15 \ NO' 16'S1 "E 155 00' PER ( ) \ L=37.88' R=160.00' 00 r- m N <SO'16'45"W 155.00'> MOST E'LY COR. 6 A=13*33'54" 7 <L=38.17' R=160.00' LOT 15 N64'40'16"W 132.49' A=12.61 '04"> „E 2p6.59 > <(N64'36'40"W 133.01')> N7546'20„E 20659 N81'12'34"E 180.96' 4N75 46'2 <(S81'23'03"W 181.44')> NO' 16'51 "E 150.00' 18.00' d 8 <NO'16'45"E 150.00'> � O ^ POSITION FALLS ON CLIFF. N LO X NOTHING SET. N49'07'40"E 93.02' ul p CO 000 0 ^ HELD REC. ANGLE PER < > <N49'07'34"E 93.17'> 1 0 N o rn a L=181.37' R=130.00' O Q, o N �. DOC. NO. 2020-0236286 A=79'56'04" (L=181.32' R=130.00' , 00 D N 600 REC. 07/15/2020 A=79'55'90") (3w V) Of clf ("FIRST CUT" DEED REC. IN 7855/474 ON Op v 2/9/1972 O.R.. DEED SUBSEQUENTLY CORRECTED IN 7926/993 ON 5/8/1972.) LINE PARALLEL WITH SURVEYOR'S NOTES00 W'LY LINE OF SEC. 5 O • INDICATES FOUND MONUMENT AS NOTED. g O INDICATES SEARCHED, NOTHING FOUND w 1.14'* UNLESS OTHERWISE NOTED. SET 3/4 1. D. IRON PIPE WITH PLUG STAMPED LS 7070 ^ FLUSH. `O ri * GRAPHICALLY EXAGGERATED o v rn 04 n co ( ) INDICATES RECORD DATA PER MB 66/89-92. 10 ,' o 3 L ] INDICATES RECORD DATA PER RS 39/67. LO N 00 Lo INDICATES RECORD DATA PER PM 85/7-8. o o �^ `D < > INDICATES RECORD DATA PER DOC. NO. !'' r cfl o (D LO 0o V) 0236286, REC. 7/15/2020 O.R. ("FIRST CUT" !n o 0 I o I� N o DEED REC. IN 7855/474 ON 2/9/1972 O.R. cO I 4 cD �w � $ oo DEED SUBSEQUENTLY CORRECTED IN z c° N 0 ) 00 co 7926/993 ON 5/8/1972 O.R.) N rn C3o D N << >> INDICATES RECORD DATA PER DOC. NO. 88-394297, o z w �' ' REC. 1 1 /22/1988 O.R. ("FIRST CUT" DEED Z (35' o- 7855/472, REC. 2/9/1972 O.R.) v O O p .. O z p 0 cli 0 NORTH u, z n O o 0 100' 200' 300' 400' � U 0- SCALE 1 "=100' w o_ 0 w I� z� J � J O w I U cO 0_ < O d N 851.14' N18'19"E LINE PARALLEL WITH 10.78' N'LY LINE OF SEC. 5 ji [850.001] 501.53' S.W COR. SEC. 5 N89'28'31 "W 3529.78' [N89'32'35"W] CURVE TABLERECORDj CURVE LENGTH RADIUS DELTA LENGTH RADIUS DELTA Cl 713.88' 2999.53' 13*38'11 714.01' 2999.53' 13'38'23" C2 275.84' 2999.53' 516'08" 275.84' 2999.53' 5'16'08" C3 438.04' 2999.53' 8'22'02" 438.17' 2999.53' 8'22'15" N89'56'34"W 3527.49' (S89'59'09"E 3527.77') 14.72' 2177.10' <2164.94'> COUNTY RECORDER'S STATEMENT CERTIFICATE THIS MAP HAS BEEN FILED UNDER DOCUMENT NUMBER 2.D?lt' 000toll lr THIS tl DAY OFF _ 20_2,ko, AT ID: ►D A.M. IN BOOK 11?4f OF RECORDS OF SURVEY, AT PAGE �, AT THE REQUEST OF CHRIS MOORE, IN THE AMOUNT OF $ �1• JOSIE GONZALES ASSESSOR -RECORDER SAN BERNARDINO COUNTY BY: V DEPUTY RECORDER 1765.80' (1766.58') N 1/4 (1765.74')PER 3 SEC. 5 PM249/63-65. SURVEYOR'S STATEMENT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT, AT THE REQUEST OF CHRIS MOORE IN NOVEMBER OF 2021. LAND SURD PHILLIP K. FOMOTOR OP LS NO. 7070 PHILLIPK.FOWTOR No. 7070 COUNTY SURVEYOR'S STATEMENT OF CPS THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS _[s DAY of D&EA6ajU_ , 20?J' RYAN HUNSICKER, COUNTY SURVEYOR A ��1pL LND SAN BERNARDINO COUNTY 7`� HUNS�cGp` a. BY: RYAN HUNSICKER * PLS No.8302 L.S. 8302 9TF OF CA0' MONUMENT NOTES EflFOUND 3" SAN BERNARDINO COUNTY SURVEY BRASS CAP ON TOP OF LARGE SLOPING BOULDER. STAMPED FOR NORTHWEST CORNER SECTION 5. FOUND 3/4" I.P. WITH TAG STAMPED LS2661 UP 0.5' PER MB 66/89-92, ACCEPTED AS ON THE WESTERLY 2/3 OF SECTION 5 LINE 3.44' SOUTHERLY FROM THE NORTH LINE OF SECTION 5. FOUND 3" SAN BERNARDINO COUNTY SURVEY BRASS CAP UP 1' IN ROCK MOUND STAMPED FOR NORTH QUARTER CORNER SECTION 5 PER PM 249/63-65. ®FOUND NAIL PER CR 06-095 REPLACED WITH GEAR SPIKE AND WASHER STAMPED LS 7070 FLUSH. ACCEPTED AS THE ANGLE POINT OF RIDGE ROAD NORTHERLY OF LOT 18 PER MB 66/89-92. 5 FOUND 2" I.P. WITH TAG STAMPED LS2661 UP 0.3' IN LIEU OF 1" I.P. TAGGED LS 2661 PER MB 66/89-92. ©FOUND 2"X2" WHITE WOOD HUB UP 0.1' PER MB 66/-89-92. REPLACED WITH 1" I.P. PLUG LS 7070 FLUSH. FOUND 2" I.P. WITH ILLEGIBLE TAG STAMPED DOWN 0.8' IN LIEU OF 1" I.P. w TAGGED LS 2661 PER MB 66/89-92. ACCEPTED AS THE B.C. OF THE In CENTERLINE OF RIDGE ROAD. m z ®FOUND 3/4" I.P. WITH TAG STAMPED LS2661 DOWN 0.5' PER MB 66/89-92. ACCEPTED AS THE EC OF THE CENTERLINE OF RIDGE ROAD. o a FOUND 3/4" I.P. WITH TAG STAMPED RCE 23256 UP 0.1' PER RS39/67. ro FOUND N11'08'19"E 10.78' FROM THE SOUTHWESTERLY CORNER OF cO m PARCEL PER DOC. NO. 2020-0236286, REC. 07/15/2020. ul w FOUND 5/8" REBAR PLUG LS 7037 FLUSH. NO REFERENCE. ACCEPTED AS 1 POINT ON LINE WHICH IS PARALLEL WITH THE WESTERLY LINE OF SECTION 5 AND PASSES THROUGH THE MOST EASTERLY CORNER OF LOT 15 OF z MB66/89-82. r- FOUND 1" I.P. WITH PLUG STAMPED LS5933 FLUSH. NO REFERENCE. 0 11 ACCEPTED AS ON THE WESTERLY 2/3 LINE OF SECTION 5. FOUND 14.72' CD NORTHERLY OF A POINT 934.23' FROM THE CENTERLINE OF 29 PALMS U-) HIGHWAY (ROUTE 62). w in FOUND 1" I.P. WITH PLUG STAMPED "CALDOT" PER CS 7830-29. 12 in ACCEPTED AS THE INTERSECTION OF THE WESTERLY 2/3 LINE OF SECTION 5 AND THE NORTH RIGHT OF WAY OF 29 PALMS HIGHWAY (ROUTE 62). 0 z �y FOUND 2" BRASS CAP ILLEGIBLE DOWN 1.' IN WELL MONUMENT. ACCEPTED z 13 ❑ AS THE B.C. OF THE EXISTING CENTERLINE OF 29 PALMS HIGHWAY (ROUTE Q 62) STAMPED "300+50.32 B.C. REPLACE N&F LS2091 " AS SHOWN ON CS w 7830-29. m wo 14 FOUND 2" BRASS CAP ILLEGIBLE DOWN 1.' IN WELL MONUMENT. ACCEPTED N AS THE P.R.C. OF THE EXISTING CENTERLINE OF 29 PALMS HIGHWAY a (ROUTE 62) STAMPED "307+63.94 P.R.C. REPLACE RR SPIKE" AS SHOWN m ON CS 7830-30. 15 FOUND BRASS CAP STAMPED LS 2091 DOWN 0.5' PER RS39/67. ACCEPTED AS THE SOUTHWEST CORNER SECTION 5. FOUND 2"X2" WOOD HUB TAG LS 2661 UP 0.3' PER PM 85/7-8. 16 ACCEPTED AS THE INTERSECTION OF THE WESTERLY 2/3 LINE AND THE SOUTH LINE OF SECTION 5. ACCEPTED AS THE WESTERLY LINE OF THE EASTERLY 2/3's OF SEC. 5 T.P.O.B.*jj�, SEARCHED. NOTHING FOUND. APPROXIMATE POSITION OF R.R. SPIKE SHOWN AS CENTERLINE OF 29 PALMS HWY PER MB 91/86-88 AND RS <(934.23')>M&R39/67. POSITION APPEARS TO BE CENTERLINE TANGENT, NOT ACCEPTED AS CENTERLINE. 14 1' 29 PALMS HWY €16(ROUTE 62) l - SHEET 1 OF 1 SHEET